Concrete Pre-faricated Box Girder Formwork

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BOX GIRDER

External formwork of 32/24 meters post-tensioning concrete pre-faricated box girder is divided into sliding mode and
rolling mode; the side form of the first mode can move from one bottom form to the other one which increases the
utilization rate, and decrease the investment for the formwork during construction; the side form of the second mode
is relatively fixed according to the bottom form, and could be dismantled by revolving, which improve the efficiency
of formwork closure.The side formwork unit is mainly 6 meters, the design of the sructure is compact
and reasonable with beautiful and smooth appearance.

■  All the edges of ecternal formwork panels for the box girder have been milled, which ensure

the assembly precision to avoid the leakage of the concrete

■  The bottom formwork unit is 3 meters to facilitate the installation and anti-arch adjustment

■  The bulkhead is designed to envelop the sideform,which can be wholely assembled, making the removal, installation and adjustment much easier.

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Q:Seeking beam, plate template engineering quantity
Main girder template (bottom area +2* side area): (2.4*3- wall thickness) * (0.25+ (0.4-0.12) *2) *2--0.25*0.4*2*4 secondary beam area
Q:How to determine the height of cast in place concrete beam formwork
Span multiplied by 1/1000~3/1000, can not be so precise, the general is probably about two or three cm
Q:The template is the beam at the bottom of the connection between the two sides of the rod or the bottom of the beam
This option is not available in the design parametersCan only be used in the calculation of the calculation of the book or the program alone: double fastener!
Q:How to calculate the intersection of rectangular column and beam
Beam:(1): the length of beam to column connection, the length of the beam to column side; girder transfer, beam to beam side. The beam length at the door (window) wide hole net length calculation. According to the center line, wall beam wall is calculated according to the net line.(2) the area of the beam connecting part is not deducted, and the area of the beam head is not increased(3) the area of the beam pad is incorporated into the beam
Q:How to put the beam formwork in concrete structure
By way of hanging on the board, you do not want to put a line for you!
Q:How to calculate the beam model
According to the calculation of the expansion area, the height of support according to the bottom elevation
Q:How to do the foundation beam template
The main construction method by a formwork one-time-concreting organization construction, wall, column and beam plates without construction joints, each layer of wall, column, beam plate model, a branch of Qi, while pouring concrete.
Q:When the main beam is connected with the secondary beam, the area of the template is calculated
The landlord is complicated. When the beam is calculated, the main girder is calculated, and the axis is the length of the axis
Q:What are the main composition of the beam template
According to the different support parts are divided into four kinds
Q:Calculation of beam and column formwork
There are beams and plates in the plate with a secondary beam, the frame beam can not be calculated, in the calculation, the plate and the secondary beam of the amount of work together, are the implementation of beam and plate

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